ANCHOR BOLT SETTING PLAN - vishwaengg.com

NOTICE TO CONTRACTORS AND ERECTORBACK CHARGES FOR CORRECTIVE WORK OR REPLACED MATERIALSWILL NOT BE ACCEPTED UNLESS AUTHORIZED IN WRITING BYPOSTEL INTERNATIONAL INC. BEFORE SUCH COSTS ARE INCURRED 0AB103

VRK PBH10/29/2020 10/29/2020

REF.DWG. :

NO.

REVISIONS

DATE BY

DRAWN BY:

DATE:

CHK'D BY:

DATE:

JOB NO. SHEET NO.

S2.01.AFor Field Use

PBHA 10/29/2020

PBH0 11/19/2020

ANCHOR BOLT SETTING PLAN SECTOR-A AT EL.0'-0REF. DWG.: S2.01.A

ANCHOR BOLT SETTING PLANREF. DWG.: S2.01.A

E.02 F

2

2.01

3.01

E

4

E.01

3.02

4.02

5

SEQ#1

(TYP AT TYPE -H & H2) COLUMN FLANGES WASHER WITH W12X65 AVOID FOULING OF PLATEANCHOR BOLT LOCATION TOSIZE OF BASE PLATE WITHAPPROVER PLEASE VERIFY

PLAN NORTH

PLAN NORTH

KEY PLAN

CLOUDED DIMENSIONSAPPROVER TO VERIFY

SECTOR-A

SECTOR-B

BY AISC AFTER THE CONCRETE IS AT LEAST 14 DAYS OLD. BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED1.UNLESS NOTED OTHERWISE, ANCHOR ROD NUTS SHALL

DESIGN CATEGORY C OR HIGHER. WITH TAPE AT BRACED-FRAME LOCATIONS ONLY IN SEISMIC 2.WRAP EMBEDDED LENGTH OF ANCHOR ROD ABOVE NUT

NOTES.

FOR ELEVATOR RAIL COLUMNS.34/ "Ø EXPANTION ANCHOR BOLT J-TYPE SETTING DETAIL WITHAPPROVER PLEASE VERIFY

OCCURS ON BASE PLATE TYPE-E &F AS THERE IS NO BRACE CONNECTION BASE TYPE-B WILL BE APPLICABLE INSTEAD OFAPPROVER PLEASE VERIFY AT MARKED LOCATION

SEQ#2

SEQ#3

5'-1

0

G

W10X49EL. -11

W10X49EL. -11

REF

. DR

G.A

B102

2

0.1

10

1'-412/

10.1

170°

9.1

712/

712/

H

MATCH LINE C - C

5

W10X49EL. -1012/

3

ALONG COLUMN LINE-EANCHOR DETAILREFER AB102 FOR

MAT

CH

LIN

E B

- B

J J.1

7

8

9

REF. DRG.AB104

W10X54EL. -1012/

3

3

W10X49EL. -11

W10X49EL. -1012/

TYPE-A101AB3

H.1

HSS14X6X14/EL. -11

3

HSS14X6X14/EL. -11

W10X54EL. -11

W10X49EL. -11

W10X49EL. -11

3

W10X49EL. -11

W10X54EL. -1012/

57'-8

W10X49EL. -11

W10X49EL. -11 W10X49

EL. -11

W12X65EL. -1012/

W10X49EL. -11

W10X49EL. -11

W10X54EL. -11

712/

W10X49EL. -11

3

W10X49EL. -11

3

W10X49EL. -10

3.81°

4'-4 12

3

11

W10X49EL. -11

W10X49EL. -1012/

W10X49EL. -11

3

TYPE-A101AB3

W10X49EL. -1012/W10X49

EL. -10

TYPE-A101AB3

17'-734/

3'-9

3

8

3

10'-3

9

3

12'-4

1'-712/

9

712/

TYPE-A101AB3

3

W10X49EL. -10

712/

TYPE-E101AB2

3

TYPE-C101AB3

10.2

3

6'-4

3

24'-012/

19'-111316/

7

3

712/

TYPE-H2101AB1

TYPE-F102AB1

3 333

TYPE-H2101AB1

1'-518/

43'-312/

6TYPE-A101AB3

TYPE-E101AB2

6'-0

8'-8

TYPE-A101AB3

1'-412/

3

3

6

6'-314/

TYPE-A101AB3

TYPE-A101AB3

TYPE-A101AB3

TYPE-A101AB3

TYPE-A101AB3

TYPE-A101AB3 TYPE-A

101AB3TYPE-A101AB3

TYPE-E101AB2

TYPE-A101AB3

TYPE-A101AB3

3

BRACE

BRAC

E

3

2

TYPE-C101AB3

3

712/

3

8

12'-2

9

9

3

3

3

7

3

23'-3

8 9

26'-6

12'-6

TYPE-H2101AB1

3

TYPE-H2101AB1

TYPE-H101AB1

22'-5916/

90°

812/

3

TYPE-E101AB2

TYPE-F102AB1 713'-434/

32'-0

7'-8

12'-412/

22'-3516/

21'-718/

16'-934/

16'-6516/

112'

-10

22'-9

16'-8

7'-6

13.81°

12'-1

0916/

33

3

55 5

8

33

33

712/

8'-8

6

33

3

6 6

66

6

3

33

3

33

33

3

3 3712/

33

3

3 3

712/712/

2

712/712/

3

33

3

3

7

9

712/

712/

812/

95'-3

10'-4

24'-1

1'-7

1 2/

1'-412/1'-412/

1'-7

1 2/

1'-7

1 2/

1'-7

1 2/

1'-9

1 2/

712/712/

2

712/

9 77

77

H.1

MATCH LINE B - B

HSS4X4X14/(EL. 0' )

REF. DRG.AB103

12

HSS4X4X14/(EL. 0' )

10.1

MATCH LINE C - C

10

G

11

10.2

E.1 H

J J.1

REF. DRG.AB103

W10X49(EL. -0'-10 )

W10X33(EL. -0'-11 )

HSS4X4X14/(EL. 0' )

HSS4X4X14/(EL. 0' )

NOTICE TO CONTRACTORS AND ERECTORBACK CHARGES FOR CORRECTIVE WORK OR REPLACED MATERIALSWILL NOT BE ACCEPTED UNLESS AUTHORIZED IN WRITING BYPOSTEL INTERNATIONAL INC. BEFORE SUCH COSTS ARE INCURRED 0AB106

VRK PBH10/29/2020 10/29/2020

REF.DWG. :

NO.

REVISIONS

DATE BY

DRAWN BY:

DATE:

CHK'D BY:

DATE:

JOB NO. SHEET NO.

For Field Use

PBHA 10/29/2020

PBH0 11/19/2020

SECTIONFREF.DRG:S3.04AB2

DETAILHREF.DRG:S3.04E101,E103

DETAILGREF.DRG:S3.04E104

DETAILJREF.DRG:8/S3.01E101,E103

DETAILFREF.DRG:S3.04E101,E103

E104

DETAILH3REF.DRG:S3.04E102

DETAILH2REF.DRG:S3.04E102,E103

DETAILHREF.DRG:S3.04E101,E103

NO

N S

HR

UN

K G

RO

UT

PRO

JEC

TIO

N

PRO

JEC

TIO

N

NO

N S

HR

INK

GR

OU

T

PRO

JEC

TIO

N

NO

N S

HR

INK

GR

OU

T

NO

N S

HR

INK

GR

OU

T

PRO

JEC

TIO

N

NO

N S

HR

INK

GR

OU

T

PRO

JEC

TIO

N

PRO

JEC

TIO

N

NO

N S

HR

INK

GR

OU

T

PRO

JEC

TIO

N

NO

N S

HR

INK

GR

OU

T

C OF COLUMNL

OF COLUMNCL

PL34/ "X8 X 1'-1BASE PLATE

241

2/

1'-1

412/

2

82222

@ 10 LOC.

AB101 THRU AB104

INFORMATIONGUIDE SUPPORT COLUMN & OTHERBOLT ARRANGEMENT AT ELEVATORAPPROVER TO VERIFY ANCHOR

@ 6 LOC.

@ 1 LOC.

COLUMN FLANGES (TYP) WASHER WITH W10X33 AVOID FOULING OF PLATEANCHOR BOLT LOCATION TOSIZE OF BASE PLATE WITHAPPROVER PLEASE VERIFY

@ 2 LOC.@ 5 LOC.

@ 1 LOC.


PL1 12/ "X20 X 1'-8BASE PLATE

7

C

PL716/ "X3 X 0'-3PLATE WASHER(7 PLCS) TOP OF BASE PLATE

L

3

C OF COLUMN

L

7

OF COLUMN

7

1'-8

1'-8

7

3

33

W10X49COLUMN

BOTT

. OF

B.PL

.

EMBE

DM

ENT

EL. S

EE P

LAN

112/

515 16/

1'-6

312/

2'-3

7 16/


614/

EMBE

DM

ENT

BOTT

. OF

B.PL

.

W12X65W10X54COLUMN

334/

TEMPLATEMARKED 104TP3

1-14/ _HEAVY_HEX_NUT

EL. S

EE P

LAN

112/

1'-62'

-4

EMBE

DM

ENT

BOTT

. OF

B.PL

.

W10X33COLUMN

MK: 101AB29-112/ "ØX 2'-5 58/ F1554-GR.55ANCHOR_ROD



718/

2

EL. S

EE P

LAN

1'-6

412/

2'-5

5 8/

5

C

OF COLUMNLC

OF COLUMNL

PL1 12/ "X20 X 2'-3 38/BASE PLATE

9 PL58/ "X4 X 0'-4PLATE WASHER(9 PLCS) TOP OF BASE PLATE

938/

1'-8

5

5

7

2

712/

2'-3

3 8/

212/5212/

4

L

PL1 12/ "X16 12/ X 1'-7 12/BASE PLATE

OF COLUMNC

OF COLUMNCL

712/

712/

214/

PL12/ "X3 12/ X 0'-3 12/PLATE WASHER(6 PLCS) TOP OF BASE PLATE

66

1'-7

1 2/

214/

214/

214/1'-412/

EL.-0T.O.SLAB

HSS5X5X38/COLUMN

NUT & WASHERANCHOR BOLTS W/(4)34/ "ØX0'-6" EXPANTION

34/ _HEAVY_HEX_NUT

PL34/ "X8 X 1'-1BASE PLATE

NO

GR

OU

T

112/

BOTT

. OF

B.PL

.

EMBE

DM

ENT


W10X54W10X49COLUMN

MK: 102AB17-1"ØX 2'-3 14/ F1554-GR.55ANCHOR_ROD

1_HEAVY_HEX_NUT

1'-6

EL. S

EE P

LAN

2'-3

1 4/

314/

6EM

BED

MEN

T

BOTT

. OF

B.PL

.

W12X72COLUMN


MK: 101AB16-114/ "ØX 2'-4 F1554-GR.36ANCHOR_ROD

MARKED 103TP1TEMPLATE

112/

1'-6

614/ EL. S

EE P

LAN

2'-4

334/


BOTT

. OF

B.PL

.

EMBE

DM

ENT

W10X49W10X54COLUMN


614/

1'-6

112/

EL. S

EE P

LAN

334/

2'-4

OF COLUMNC


L

CL OF COLUMN

PL1 12/ "X16 12/ X 1'-7 12/BASE PLATE

6

1'-7

1 2/

1'-412/

214/214/

214/

712/

712/

214/

6

OF COLUMN

812/

214/

L

PL1 12/ "X19 12/ X 1'-9 12/BASE PLATE

L

712/

1'-9

1 2/

C

OF COLUMN

214/

C


712/214/

1'-712/

214/

812/

W12X65COLUMN

BOTT

. OF

B.PL

.

EMBE

DM

ENT




2'-4

334/

614/

1'-6

112/

EL. S

EE P

LAN

C OF COLUMN

812/

C

214/

OF COLUMN

L

812/

L


PL1 12/ "X19 12/ X 1'-9 12/BASE PLATE

214/712/712/

1'-712/

1'-9

1 2/

214/

214/

NOTICE TO CONTRACTORS AND ERECTORBACK CHARGES FOR CORRECTIVE WORK OR REPLACED MATERIALSWILL NOT BE ACCEPTED UNLESS AUTHORIZED IN WRITING BYPOSTEL INTERNATIONAL INC. BEFORE SUCH COSTS ARE INCURRED 1E1002

VRK VK11/13/2020 11/13/2020

REF.DWG. :

NO.

REVISIONS

DATE BY

DRAWN BY:

DATE:

CHK'D BY:

DATE:

JOB NO. SHEET NO.

S2.02.ARevised As Marked

VKA 11/20/2020

VRK0 01/13/2021

VRK1 01/15/2021

LEVEL 2 FRAMING PLAN AT EL.17'-512/REF. DWG.: S2.02.A

SECTION A - A

TYPICAL ERECTION ANGLE DETAIL AT COLUMN WHERE SAME BOLT ROWS BOTH SIDE

SECTION G - G

TYPICAL ERECTION PLATE DETAIL AT BEAM WHERE SAME BOLT ROWS BOTH SIDE

DETAIL CREF.DRG: E1002

TYPICAL ERECTION PLATE DETAIL AT BEAM WHERE SAME BOLT ROWS BOTH SIDE

DETAIL-ACANOPY FRAMING PLAN AT EL.12'-0"

REF. DWG.: S2.02.A

TYPICAL ERECTION ANGLE DETAIL AT COLUMN WHERE SAME BOLT ROWS BOTH SIDE

B

3

A A.01 A.02 B.01 C

2

2.01

3.01

4

D.03D.06 B.01 A

+10

1

A.01C.01

+0

D CE.01

+18-0

D.05

+18-0

A.02B

+20

D.01

+16

C.02D.02D.04EE.02F

+35-10"1/2

10

+35-10"1/2

2

+0

345

+0

B.01

2

DRAWING COORDINATION"HOLD FOR FINAL ELEVATOR

ALL CLOUDED ITEMS.APPROVER TO VERIFY

PLAN NORTH

34/ Ø A325N-TC BOLTSU.N.O ALL BOLTS ARE

KEY PLAN

E1013,E1014 & E1016DRAWING NO E1011,E1012REFER DETAILS & SECTION

SEQ#1 SEQ#2

SEQ#3

1

1'-514/

E.O.S

5'-4

1095B2W12X19 ( 10 )

1128

B1W

21X4

4(1

0)

1010C2W10X54

DET. C

1129B1W14X22 ( 15 )

/E10121009C1W10X49

6'-2

3 4/

4'-1

112/

1126B2W12X19

3

5'-6

1116/

111 4/

1238

A2L3

X3X1

4/

1129

B2W

16X3

1(1

0)

11

E.O.S

1'-5

5 16/

2'-4

1259EM1EMBEDPL12/ "X4TYP

1238A1L3X3X14/

1132B1W18X35 ( 28 )

1117B1W12X19 ( 10 )

MAT

CH

LIN

E A

- A

1142B1W21X44 ( 40 )EL. 15'-912/

102 102

6

1108B2W14X22 ( 10 )

1140B1W14X22 ( 10 )EL. 15'-912/

1005C2W10X54

7'-6

1133

B2H

SS12

X6X1

4/

3'-1158/

1237

A1L6

X4X5

16/

1005C1HSS14X6X14/BELOW

1139

B2W

12X1

9EL

.15'

-91 2/

E.O

.S

1233

A4L3

X3X1

4/8'-3

1 2/

1115B2W12X19 ( 8 )

105

105

18/

1237

A3L6

X4X5

16/

1172D2HSS8X8X38/

REF

. DR

G.E

1002

PL

ATE

FOR

125

9EM

1 EM

BED

1146B1W14X22 ( 6 )EL. 15'-912/

1116B2W12X19 ( 10 )

1140B2W14X22 ( 10 )EL. 15'-912/

1116B1W12X19 ( 10 )

6'-4

1113B2W12X19 ( 10 )

/E1012

1134B1W27X84 ( 10 )

1135B1W30X90 C= 34/ ( 34 )

1141B1W21X44 ( 40 )EL. 15'-912/

1009C2W10X49

1145B1W14X22 ( 10 )EL. 15'-912/

1148B2W14X22 ( 10 )EL. 15'-912/

1139

B1W

18X3

5(6

)

1089B2W18X40 C= 34/ ( 34 )

1096B2W12X19 ( 10 )

1138/

1136B1W12X19 ( 10 )

1019C2W10X49

1136B2W18X40 ( 34 )

1127B2W12X19 ( 8 )

1128B2W14X22 ( 10 )

1127

B1W

12X1

9

1234A2L4X4X38/

1131

B1W

12X1

9

E.O

.S1238A3L6X4X38/EL. 8'-314/

1143

B1W

24X5

5(2

5)

EL.1

5'-9

1 2/11

38B2

W16

X31

(15

)10

94B2

W18

X40

(12

)

1138

B1W

16X3

1(1

5)

1137

B2W

27X8

4(2

0)

1010C1W10X49

1137

B1W

33X1

41(3

5)

1133B3W18X35

133

133

1143

B2W

21X5

0(1

2)

EL.1

5'-9

1 2/

1133B1HSS12X6X14/

1079

B2W

14X2

2(2

0)

1132B2W12X19 ( 10 )

1131B2W14X22 ( 6 )

1130B1W12X19

106

106

111111

2'-6

107 107

3'-4

109

109

5

101

101

101 101

DET. A

103 103

104 104

108

108

16'-2

1003C2W10X49

PLATEFOR 1259EM1 EMBED

1235

A2L3

X3X1

4/

1002C2W10X49

1002C1W10X49

1004C1W10X49

1001C2W12X65

1017C1W10X49

1007C1W10X49

1007C2W10X49

1006C2W10X54

/E1012

/E1011

5@3'-0=15'-0

6

TYP/E1011

8'-8

11

111516/

1238

A2L3

X3X1

4/

4'-0

2'-6

1188F1FRAMEC6X8.2BELOW

1235

A3L3

X3X1

4/

3'-6

1181F2FRAMEPL38/ "X10ABOVE

139 139

E.O

.S

2'-818/

E.O.S

1118/

/E1013

2'-234/

1'-1

134/

E.O.S

3@3'

-0=9

'-0

1235

A2L3

X3X1

4/

E.O.S


3'-0

1117B2W14X22( 10 ) 1011C2

W10X49

E.O

.S

7'-8

7'-6


1'-214/

3'-1

5 16/

113 8/

DET. A

412/

1234A2L4X4X38/ 112 112

17'-0

1236

A1L3

X3X1

4/

2'-0

1116/

1238

A2L3

X3X1

4/

/E1016

1234A2L4X4X38/

2'-812/


110

110

/E1011

1233

A4L3

X3X1

4/

1237

A2L6

X4X5

16/

1235

A3L3

X3X1

4/

1238

A2L3

X3X1

4/

4'-0

1'-1

3 8/

3'-0

33'-9

10'-11 TYP/E1014

1024C1HSS5X5X38/BELOW

8'-8

3'-234/

4'-0

/E1002

SUPPORT BELOWTOP SUPPORT & VENEER EXTENT OF BALCONY WALL

3'-0

5916/

1021C2HSS5X5X38/

1235

A3L3

X3X1

4/

1235

A3L3

X3X1

4/

1235

A3L3

X3X1

4/

1235

A3L3

X3X1

4/

1235

A2L3

X3X1

4/

1235

A2L3

X3X1

4/

1235

A2L3

X3X1

4/

1235

A2L3

X3X1

4/

1233

A4L3

X3X1

4/

1233

A4L3

X3X1

4/

1233

A4L3

X3X1

4/

1233

A4L3

X3X1

4/

1233

A4L3

X3X1

4/

1233

A4L3

X3X1

4/

1236

A1L3

X3X1

4/

1236

A1L3

X3X1

4/

1236

A1L3

X3X1

4/

5

/E1011


1022C1HSS5X5X38/

E.O.S

E.O

.S

412/

6'-8

5'-1

112/

34'-0

634/

1008C2W10X49

5@3'-0=15'-0

4@4'-0=16'-0



1233A3L3X3X14/

/E1011

/E1011

/E1012

TYP/E1012

/E1011

/E1013

/E1014 /E1014

E.O

.S

1'-034/ 3'-018/

3

4'-1139

'-1 4'-01'-012/

7'-6

1 4/

3

1232A1L3X3X14/

1233A3L3X3X14/


SHAFT OPENING

5'-5

478/

/E1012

1175D1HSS8X8X38/

1177D1HSS8X8X38/

130

130

/E1007

131 131

132

132

/E1002



1015C1W10X49

SUPPORT BELOWEXTENT OF VENEER

ANGLE BELOW EXTENT OF LINTEL PLATE

FOR 1259EM1 EMBED PLATEFOR 1259EM1 EMBED

E.O

.S

4'-0

140

140

1238A1L3X3X14/

/E1016 1022C1HSS5X5X38/ABOVE

7'-5

3 4/8'

-31 2/

17'-019'-09'-10

1'-214/

3'-3

1'-1

3 8/

2'-1014'-215'-214/18'-634/

1'-3

1 4/

113 8/

6

113 8/

5'-1

0

5@4'-0=20'-0

2'-21'-10

3@4'-0=12'-0

4'-0116/4'-0

5'-4

1 2/

518/

5'-2

113 8/

6'-2

4'-1

0

4'-1

158/

3@3'-0=9'-05'-0

6

4'-108'-1

4'-958/4'-018/

4'-1

158/

a1124

1'-8 1'

-11 2/

BEAMREFER PLAN

BEAMREFER PLAN

L3X3X14/

END REQUIRED AND REUSEDANGLE TO BE FIELD BOLTED TO ERECTION NOTE:-

W24X55 W21X44,50 W18X35,40,1237A5 AT (GAGE 3 12/ ) BEAM W16X26,31,36,1231A4 AT (GAGE 2 34/ ) BEAM W14X221237A4 AT (GAGE 2 14/ ) BEAM W10X12 & W12X16,19

1

1274A3L4X4X14/

1271A4L2-12/ X2-12/ X14/

M1018STUD_34/ -DIA

1271A4L2-12/ X2-12/ X14/

M1018STUD_34/ -DIA

1259EM1PL12/ "X4

1277P2PL12/ "X4

1271A3L2-12/ X2-12/ X14/

1259EM1PL12/ "X4

1259EM1PL12/ "X4

1239A1L3X3X14/

M1018STUD_34/ -DIA

1271A3L2-12/ X2-12/ X14/

1277P2PL12/ "X4

1277P2PL12/ "X4

1277P2PL12/ "X4

1259EM1PL12/ "X4

1057B1W24X76

FS2216"X49 18/

M1018STUD_34/ -DIA

1192F1C6X8.2

1271A4L2-12/ X2-12/ X14/

1259EM1PL12/ "X4

1259EM1PL12/ "X4

1259EM1PL12/ "X4

1259EM1PL12/ "X4

1259EM1PL12/ "X4

1277P1PL12/ "X4

1277P1PL12/ "X4

END REQUIRED AND REUSEDPLATE TO BE FIELD BOLTED TO ERECTION NOTE:-

1

BEAMREFER PLAN

BEAMREFER PLAN

PL14/ "X4

BEAMREFER PLAN

W24X55 W21X44,50 W18X35,401254P3 AT (GAGE 3 12/ ) BEAM W16X26,31,36,1254P2 AT (GAGE 2 34/ ) BEAM W14X221254P1 AT (GAGE 2 14/ ) BEAM W10X12 & W12X16,1911

14/

1234A2L4X4X38/

HSS12X6X14/REFER PLAN

HSS12X6X14/REFER PLAN1234A2

L4X4X38/

14/W10X49REFER PLAN

BEAMREFER PLAN

BEAMREFER PLAN

BEAMREFER PLAN

END REQUIRED AND REUSEDPLATE TO BE FIELD BOLTED TO ERECTION NOTE:- 11

114

114

6'-1

112/

E.O

.D

1111B1W14X22

1110B2W14X22

1110B1W14X22

1109

B2W

18X3

5

1109

B1W

18X3

5

1108

B1W

18X3

5

1107

B2W

12X1

9

1107

B2W

12X1

9

1023C1HSS6X6X12/

1009C1W10X49

1023C2HSS6X6X12/

113 113/E1012

/E1012

2'-0

1 2/

6

6'-1

112/

8'-3/E1012

134

134

E.O

.D

E.O.D E.O.D

E.O

.D

1'-1

111 2/

18'-8

1'-1 1'-23'-25'-05'-03'-3

6

8'-2

a1012

BEAMREFER PLAN

BEAMREFER PLAN

a1012

W24X55 W21X44,50 W18X35,40, 1231A3 AT (GAGE 3 12/ ) BEAM W16X26,31,36, 1231A1 (GAGE 2 34/ ) BEAM W14X221231A2 AT (GAGE 2 14/ ) BEAM W10X12 & W12X16,19L3X3X14/

BEAMREFER PLAN

END REQUIRED AND REUSEDPLATE TO BE FIELD BOLTED TO ERECTION NOTE:-

DUMMY1000000000

a1012a1012

BRACING ELEVATION 111 - 111REF.DRG: E1002

VRK0 01/13/2021

VKA 11/20/2020NOTICE TO CONTRACTORS AND ERECTORBACK CHARGES FOR CORRECTIVE WORK OR REPLACED MATERIALSWILL NOT BE ACCEPTED UNLESS AUTHORIZED IN WRITING BYPOSTEL INTERNATIONAL INC. BEFORE SUCH COSTS ARE INCURRED 0E1013

VRK VK11/13/2020 11/13/2020

REF.DWG. :

NO.

REVISIONS

DATE BY

DRAWN BY:

DATE:

CHK'D BY:

DATE:

JOB NO. SHEET NO.

For Field UseBRACING ELEVATION 110 - 110

REF.DRG: E1002

C B.013.01 3

17'-2

1 8/

101 2/

1

7

B.O.BP

PL58/ "X13 78/GUSSET PLATE

W.P.

712/

T.O.SLAB

18'-4

8'-812/

1

712/

TYP

SLOT

12

51316/

EL.+35'-1012/

3

1078B2W14X22

9 1516/

EL.0

17'-9

1 8/

SLO

T


6

18'-0

EL.+17'-512/

SLOT

3

8'-6

SLO

T

1174

D1HS

S5X5

X3 8/

17'-0

1173D2

HSS5X5X 38/

1173

D1HS

S5X5

X3 8/ 1173D3

HSS5X5X 38/

1 - 34/ Ø A307ERECTION BOLT

1117B2W14X22

1011

C2

W10

X49

1010

C1

W10

X49


SLOT


17'-1

012/

1

EL.+35'-21116/

PL38/ "X9GUSSET PLATE

W.P.


12

578/

101 2/

6

1


14/ 514/ 5

BOTH END


6

7 12/

SLO

T

712/

W.P.

14/ 514/ 5

BOTH END

W.P.

14/ 514/ 5

BOTH END

EL.+18'-0

EL.0

EL.-1012/

T.O.S

T.O.S

LEVEL 1

LEVEL 2

ROOF HIGH LEVEL


6

1'-7


SLOT

1

12

558/

SLO

T


6678/


14/ 514/ 5

BOTH END


6

17'-9

1 8/

8'-312/

8'-6

1'-7

12

51316/

6

9 1116/

1

3 3

913 16/

1'-41

3 16/

3

1'-5 916/3

915 16/

3

3

1

6 7 12/

7 12/

7 12/

712/

02/S6.10


03/S6.10

ALL WELDS.APPROVER TO VERIFY


11

1

111 4/

8'-312/

1171D1

HSS8X6X 12/

1

1

3

1172

D1HS

S6X6

X1 2/ 1171D2

HSS6X6X 12/

B.O.BP

3

SLO

T11

71D1

HSS8

X6X

1 2/

17'-1

012/

4'-10

SLOT


1

10

8'-312/

1087B2W16X26

9

LEVEL 11'-10

3 8/


1'-01

2/

12

51116/

8'-338/

TYP

EL.+35'-41116/

EL.+35'-1012/

31'-0 13

16/

1 - 34/ Ø A307ERECTION BOLT (TYP)

SLO

T

8 1 - 34/ Ø A307ERECTION BOLT

W.P.

LEVEL 2

17'-6

5 8/

14/ 814/ 8

BOTH END

SLO

T


(TYP)


1'-0 12/


T.O.S

3

11

1182F1C6X8.2

1002

C2

W10

X49

EL.+17'-512/

3

ROOF HIGH LEVEL

SLOT

T.O.S

EL.-10

14/ 1014/ 10

BOTH END

1 4/

12

1'-10 38/

TYP

6'-4

14/ 814/ 8

BOTH END

1'-01

3 16/

W.P.

W.P.

W.P.

W.P.

W.P.

10 12/

EL.+35'-8

EL.0

EL.+18'-0

SLOT

T.O.S

1002

C1

W10

X49

8

12

512/

18'-0

3


17'-5

1139B1W18X35 ( 6 )

11

10 12/

9


1

PL58/ "X14 58/GUSSET PLATE9


SLOT

SLO

T



14/ 1014/ 10

BOTH END

878/

614/

18'-3

1 2/17

'-113

16/8'-358/

16'-7

12

512/

12

51116/

2'-65

8/

1

2'-6 34/

1

9

3

11

3

11

101 2/

1'-01

2/ 1'-0 12/

101 2/

SECTION 101 - 101REF.DRG: E1004

NOTICE TO CONTRACTORS AND ERECTORBACK CHARGES FOR CORRECTIVE WORK OR REPLACED MATERIALSWILL NOT BE ACCEPTED UNLESS AUTHORIZED IN WRITING BYPOSTEL INTERNATIONAL INC. BEFORE SUCH COSTS ARE INCURRED 1E1017

VRK VK11/13/2020 11/13/2020

REF.DWG. :

NO.

REVISIONS

DATE BY

DRAWN BY:

DATE:

CHK'D BY:

DATE:

JOB NO. SHEET NO.

Revised As Marked SC B***

VKA 11/20/2020

VRK0 01/13/2021

VRK1 01/15/2021

SECTION 125 - 125






AS REQUIRED

AS REQUIRED

W16X31REFER PLAN

(FIELD CUT AS REQUIRED)BACKING BAR

PL14/ "X1"XCONT.1255P1

ROOF FIN

TYP

HSS3X3X14/AT EA SIDE OF WEB

2'-6

T.O.S

W14X22REFER PLAN

W30X90REFER PLAN

FINISHEXTERIOR

REFER PLAN

316/TYP

EL.+35'-1012/BENT PLATE14/ " THK

DECKMETAL ROOF

PL12/ "X2 58/ X 6 12/PL12/ "X2 38/ X 6 18/

TYP

(FIELD CUT AS REQUIRED)BACKING BARPL14/ "X1"XCONT.1255P1

TYP TYP

(FIELD CUT AS REQUIRED)BACKING BARPL14/ "X1"XCONT.1255P1

(FIELD CUT AS REQUIRED)BACKING BAR

PL14/ "X1"XCONT.1255P1

W16X31

8 - 34/ Ø A325SC_TCBOLT 1

1'-914/

612/ 1'-3

3/S4.20

15/S4.229/S4.20 5/S4.20

4/S4.20



THESE HSSCLOSER PLATE REQUIRED TO APPROVER TO CONFIRM NO

L4X4X14/REFER PLAN

316/3 SIDESTYP316/

3 SIDESTYP

312/

REFER PLAN

312/

EL.+39'-1012/

W14X22REFER PLAN

L3X3X14/GALV.

L3X3X14/OUTLOOKER AT

EA HANGER

W16X26REFER PLAN

316/3 SIDESTYP

14/TYP

316/TYP

316/TYP

BENT PLATE14/ " THK

T.O.PARAPET

EL.+30'-0

1 - (1316/ "x1 14/ ") SLOTS

T.O.SVARIES

DECKMETAL ROOF

ROOF FIN

REFER PLAN

FINISHEXTERIOR

B.O.STEEL

IN CHANNEL

PLANREFER

TYP

E.O.D

C6X8.2

C6X8.2CHANNEL FRAME.REFER PLAN

12/

L3X3X14/GALV.

L3X3X14/KICKER ANGLE

C6X8.2

5

5'-9

5 8/

12

978/

1'-0

4'-0

1516/

612/

4'-0

1516/



EA HANGER

L3X3X14/GALV.

L3X3X14/

C6X8.2

C6X8.2@4'-0" OC

W14X22REFER PLAN

E.O.D

1 - (1316/ "x1 14/ ") SLOTS

W16X26REFER PLAN

316/TYP


EA HANGER

5

BENT PLATE14/ " THK

L3X3X14/ @4'-0 OCKICKER ANGLE

REFER

IN CHANNEL

316/3 SIDESTYP

14/TYP

316/TYP

B.O.S EL.+30'-0

T.O.SVARIES

DECKMETAL ROOF

PL14/ "X4PLATE

ROOF FIN

REFER PLAN

EL.+39'-1012/

TYP

T.O.PARAPET

FINISHEXTERIOR

PLAN

1

4'-1

5'-9

1 2/

12

978/

1'-0

4'-1

612/

12/

HSS2-12/ X2-12/ X14/

14/

1262P3PL14/ "X15 1316/

612/

E.O.D

W16X26REFER PLAN

W16X26REFER PLAN

T.O.S EL.+35'-314/

PLANREFER

IN CHANNEL

EL.+39'-1012/

VARIES

C6X8.2@4'-0" OC

W16X26REFER PLAN

14/TYP


EA HANGER


PLAN

C6X8.2L3X3X14/GALV.

L3X3X14/

316/TYP


EA HANGER

1 - (1316/ "x1 14/ ") SLOTS

316/TYP

T.O.S

22K5

REFER

412/

EL.+30'-0B.O.S

T.O.PARAPET

ROOF FIN

FINISHEXTERIOR

E.O.D

612/

316/3 SIDESTYP

BENT PLATE14/ " THK

L4X4X14/REFER PLAN

L3X3X14/REFER PLAN(FIELD CUT AS REQ'D)

125

125

3'-1

0516/

6'-0

3 16/

3'-1

0516/

12

12

FIELD TO LOCATE

1'-0

"

L3X3X14/REFER PLAN(FIELD CUT AS REQ'D)

T.O.PARAPET

C6X8.2

14/TYP


W16X26REFER PLAN

L3X3X14/GALV.

L3X3X14/PLAN

C6X8.2

ROOF FIN


EA HANGER

B.O.S EL.+30'-0


EA HANGER

REFER

1 - (1316/ "x1 14/ ") SLOTS

316/TYP

316/TYP

E.O.D

FINISHEXTERIOR

DECKMETAL ROOF

EL.+39'-1012/

IN CHANNEL

T.O.SVARIES

316/3 SIDESTYP

BENT PLATE14/ " THK

L4X4X14/REFER PLAN

125

125

5

4'-3

5'-7

1 2/4'

-3

612/

FIELD TO LOCATE

1'-0

"

12

12

0E4002VRK VK

02/26/2021 02/26/2021

REF.DWG. :

NO.

REVISIONS

DATE BY

DRAWN BY:

DATE:

CHK'D BY:

DATE:

JOB NO. SHEET NO.

M203A2-DFor Field Use

NOTICE TO CONTRACTORS AND ERECTORBACK CHARGES FOR CORRECTIVE WORK OR REPLACED MATERIALSWILL NOT BE ACCEPTED UNLESS AUTHORIZED IN WRITING BYPOSTEL INTERNATIONAL INC. BEFORE SUCH COSTS ARE INCURRED

VK0 02/26/2021

MECHANICAL UNITS SUPPORT ROOF FRAME PLAN AREA A2REF.DRG: M203A2-D

3.01

E.1 H

GF

3

10

4

E.02

H.1

E.01

3.02

H.2

9

9.1

J

PLAN NORTH

DRAWING NO E4001REFER DETAILS & SECTION

2

978/

4012A2L4X4X38/(LOOSE)

4'-1

112/

4'-3

1'-4

3 4/

L4X4

X3 8/


L4X4

X3 8/

4007F2L4X4X38/(FRAME)

14'-31316/

2

1 2/

2

4'-7

5 8/

1 2/


5'-1

L4X4

X3 8/



11'-418/

21 2/


4'-1

5 8/

1 2/

RTU -3

1'-4

3 4/

7'-758/


2

4'-1112/

1 2/

L4X4

X3 8/

L4X4

X3 8/

24KCS5

24KCS5

1 2/

6'-314/

1 2/


618/

2




14K3

10'-4

L4X4

X3 8/

4'-1

112/

5'-2

7 8/

4'-3





12KCS3

13'-1034/

1 2/

2'-0

1 2/

1 2/

24KCS5


4'-7

5 8/

L4X4

X38/


L4X4

X38/

L4X4

X38/

L4X4

X38/








4012A3L4X4X38/(LOOSE) 4012A3

L4X4X38/(LOOSE)

L4X4

X3 8/

L4X4

X3 8/

L4X4

X3 8/

14KCS3

W24X55

RTU -2

12KCS324KCS5

24KCS5

24KCS5

24KCS5

RTU -4

OARTU -2

1015

16/




4'-3

13'-434/

14'-0

9'-3

12'-412/

2'-412/

1 2/

16'-118/

12'-2

16'-7

5'-158/

6'-238/

2

2

2

2

22'-9

16'-8

1 2/

2'-5

1 8/

2

24'

-3

2

1 2/

11'-1

5'-4

7'-6

3 8/

113 8/

7'-9

3 8/

5'-1158/1 2/

3'-6

3 4/

2

4'-7

5 8/1 2/

4'-7

5 8/

1'-3

5 8/3'

-105

8/3'

-93 8/

1 2/1 2/

Tekl

a St

ruct

ures

TILT-UP PANEL ELEVATION AT GRID D(REF.# 4/SC202)

TILT-UP PANEL ELEVATION AT GRID F(REF.# 2/SC202)

21.61

1.6 21

PANEL WIDTHPANEL WIDTH

TYP

PANEL WIDTH

TYP

TYP

TYPTYP

PANEL WIDTHPANEL WIDTHPANEL WIDTH

DETAILS OF: TILT-UP PANEL ELEVATION SEQ-1

EM1007

SC202DESIGN DRAWING REFERENCE:

STRUCTURE:LOCATION:

3REV

1JOB NUMBER

SEQ

SHEET NUMBER

07/09/2020

VRK

PBH DATE CHECKED:CHECKED BY:

MADE BY:

DETAILER:

10/08/2020 Revised As Marked3



08/21/2020 For Field Use0

07/09/2020 For ApprovalADESCRIPTIONDATEREV.

MODEL NAME: 508 - USCF Women's Culinary PLOTTED: 07:21:16pm

ALL CLOUDED ITEMSAPPROVER TO VERIFY

OTHER.#5 BAR CLASHING WITH EACH /ADVISE WHERE EMBEDDEDAPPROVER TO VERIFY

EL12

5'-5

1 2/

8- 1002AFL12/ "X4

3- 4000AFL38/ "X5

2'-0

2'-458/

2'-6

1'-914/

EL12

4'-4

1 2/

112/

EL11

4'-1

158/

3- 1001AL3X3X14/

2'-638/

5'-9

EL12

4'-1

0316/

1007AFL12/ "X8(FS)

2'-0

4'-958/

4'-0

2'-1134/ 1'-0 EL11

4'-3

34/

2'-458/

2'-0

6'-0

2'-6

EL11

4'-8

3 4/

12'-4

1 2/

2'-1058/

8- 1002AFL12/ "X4

EL11

5'-1

058/

4'-04'-0

22'-878/

5'-358/

3'-918/

10'-0716/

3- 4001AFL12/ "X12

4'-5

1 2/

EL11

5'-1

1 8/

34/

PANEL# 27(TYPE C)

2'-638/

3'-0

EL12

5'-9

7 16/

5- 1002AFL12/ "X4

EL11

5'-1

0

34/

1'-0

2'-1134/

3- 4001AFL12/ "X12

EL11

5'-4

3

1'-0

EL11

5'-7

7'-958/

2- 1007AFL12/ "X8(FS)

2'-0

PANEL# 28(TYPE C)

EL12

5'-8

1116/

3'-02'-658/

6

B.O

.DEC

K

EL11

4'-1

0316/

2'-258/

EL11

5'-1

114/

2'-658/

EL11

5'-4

3 8/

1'-4

2'-218/

EL12

5'-7

1516/

2'-1158/

5- 1000AFL12/ "X65- 1001AL3X3X14/5- 1000AFL12/ "X6

3- 4002AL5X3-12/ X38/

1007AFL12/ "X8(FS)

3- 4000AFL38/ "X5

3- 4000AFL38/ "X5

3

3- 4002AL5X3-12/ X38/

3- 4001AFL12/ "X12

3- 4002AL5X3-12/ X38/

1'-2

T.O

. PAN

EL

2'-1058/

2'-1134/

EL12

4'-9

7 16/

(F. F

. L)

(T. O

. FO

OTI

NG

)

2'-0

6'-0

EL99

'-0

2'-0

3'-0

22'-878/

5'-0

7- 1002AFL12/ "X4(FS)

2'-1158/

3'-1158/

EL11

4'-1

013 16/

1'-0

2'-02'-0

1'-0

2'-0

6'-0

8- 1002AFL12/ "X4(FS)

B.O

.DEC

K

EL11

5'-6

1 16/

2- 1010AFL12/ "X8(FS)

2'-834/

B.O

.DEC

K

PANEL# 26(TYPE C)

3- 1000AFL12/ "X6

3- 1000AFL12/ "X6

1'-0

1'-4

3'-0

2'-6

3'-0 3'-758/

3'-0

B.O

.DEC

K

4- 1002AFL12/ "X4(FS)

1

1

1

2 2

EL12

5'-0

7 16/

9'-2716/

4'-0

3

3

3

29'-2

18'-6

1 2/

30'-1014'-314/

EL12

5'-1

7 16/

34/

1'-2

27'-1

012/

112/

1'-1

012/

1'-31516/

EL10

0'-0

3'-0

2'-02'-0

EL12

5'-1

1516/

4'-0 2'-0

EL12

5'-4

1516/

2'-02'-0

EL12

6'-0

34/

EL12

5'-2

1116/

EL12

4'-1

111 16/

EL12

4'-8

1 4/

EL12

5'-1

011 16/

1'-358/

3

EL12

4'-8

1316/

EL12

5'-6

10'-0716/

EL12

4'-3

3'-01'-0

EL12

5'-1

0116/

EL12

5'-6

7 16/

EL12

5'-7

3 16/

EL12

5'-4

3 16/

EL12

5'-3

7 16/

2'-111316/2'-111316/3'-0

EL12

4'-1

015 16/

1'-03'-03'-01'-0

101 2/

2'-1134/

EL11

5'-9

1 4/

EL11

5'-8

1 2/

EL11

5'-7

3 4/

EL11

5'-4

7 16/1'-112/

EL11

5'-3

3 16/

EL11

5'-2

1 2/

EL11

5'-1

1516/

2'-62'-64'-258/

EL11

5'-5

1'-0

EL11

5'-0

7 8/

EL11

4'-1

1716/

EL11

4'-9

1 2/

EL11

5'-6

1'-7

1 2/

3

1'-02'-65'-358/

2'-7

34/1'-41'-4

2'-23'-958/2'-834/10'-0716/

34/8

7'-0

4'-1

1

6'-0

4'-4

4'-0

4001AFL12/ "X12

3'-0

EL11

5'-5

7 16/

EL11

4'-1

012/

4'-734/

T.O

.PLA

TE

5- 1002AFL12/ "X4(FS)

EL11

5'-2

1316/

EL11

5'-0

3 16/

5'-2

10'-758/

EL11

5'-1

114/

101 2/

6- 1002AFL12/ "X4(FS)

EL11

4'-9

1116/

3'-6

3- 4001AFL12/ "X12

1'-512/

PANEL# 25(TYPE B)

EL11

5'-3

1116/

3- 1002AFL12/ "X4(FS)

6'-312/

3- 4000AFL38/ "X5

2'-6

2- 1001AL3X3X14/(FS)

3'-0

34/

2

4- 1002AFL12/ "X4

8- 1002AFL12/ "X4

(F. F

. L)

EL11

3'-6

1'-6516/

EL11

5'-1

1 4/

EL11

4'-1

134/

34/

8'-8

EL11

4'-1

113 16/

1'-2

1'-434/

9

9'-278/

16'-0

2- 1000AFL12/ "X6(FS)

EL11

5'-4

9 16/

EL11

5'-8

1 16/

10'-7716/

EL11

5'-9

3 8/

4002AL5X3-12/ X38/

(T. O

. FO

OTI

NG

)

T.O

. PAN

EL4- 1006AFL12/ "X8(FS)

5'-714/

PANEL# 23(TYPE B)

4000AFL38/ "X5

PANEL# 24(TYPE B)

2- 1006AFL12/ "X8(FS)

4000AFL38/ "X5

4003AFL12/ "X12

3- 4002AL5X3-12/ X38/

4002AL5X3-12/ X38/

4000AFL38/ "X5

EL11

5'-8

1116/

EL11

5'-5

5 16/

EL11

5'-6

5 8/

3'-63'-6

EL11

5'-6

1116/

EL11

5'-3

1116/

2'-1158/

2'-9

2- 1000AFL12/ "X6(FS)

5'-318/

11'-1078/

8- 1002AFL12/ "X4

6'-412/

34/

2'-6

EL11

5'-1

1 16/

2- 4002AL5X3-12/ X38/

EL11

5'-9

5 16/

EL11

4'-1

115 16/

5'-6516/

EL11

4'-3

7'-6

B.O

.DEC

K

1'-814/

B.O

.DEC

K

3'-0

2- 1001AL3X3X14/(FS)

5'-21116/

2'-138/

EL11

5'-1

7 8/

EL11

5'-5

1516/

2'-6

2- 4000AFL38/ "X5

2- 4001AFL12/ "X12

2- 1000AFL12/ "X6(FS)

2- 1000AFL12/ "X6(FS)

4002AL5X3-12/ X38/

4003AFL12/ "X12

EL11

4'-1

115 16/

T.O

.PLA

TE

3- 1006AFL12/ "X8(FS)

2

29'-230'-10

23'-1114/

1'-058/6'-312/5'-2 5'-21116/

EL11

5'-6

EL11

5'-9

1116/

EL11

5'-8

7 16/

EL11

5'-6

1316/

EL11

5'-5

1 4/

EL11

4'-1

058/

EL11

4'-9

5 16/

17'-0

1'-0

EL10

0'-0

EL99

'-0

EL11

6'-0

10'-7716/

1'-2

EL11

5'-1

013 16/

EL11

5'-1

0116/

EL11

5'-8

1116/

EL11

5'-7

1116/

3'-63'-63'-63'-66

EL11

5'-1

1516/

EL11

4'-1

1716/

EL11

4'-1

0916/

EL11

4'-8

1516/

1'-02'-618/3'-04'-0

EL11

3'-6

4'-01112/ 1'-6

4'-238/2'-512/

EL11

5'-5

5 16/

1'-02'-81116/6'-101516/2'-158/1'-0

EL11

5'-4

1316/

EL11

5'-3

5 8/

1'-04'-638/

34/

4'-378/

34/

4'-8

9'-8

1 2/11

2/

5'-1

114/

8'-5

1 4/

23'-1078/34/

1'-0

EL11

4'-8

1316/

3'-758/

1'-434/2'-834/10'-758/2'-834/

ANCHOR BOLT SETTING PLAN - vishwaengg.com

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